add_action( 'acf/init', 'set_acf_settings' ); function set_acf_settings() { acf_update_setting( 'enable_shortcode', true ); }

Category: Resources

Do you have any recommendations on what data from the PACP data we should use to come to a reasonable rating to WRC coding?

When rehabilitating sewers with CIPP, will offset joints continue to move and eventually cause the CIPP to fail?

What changes should we expect with PACP Version 8.0?

What causes pinholes and/or small bubbles in CIPP?

Is CIPP a suitable method for rehabilitation of plastic host gravity sewers?

Can the factor of safety be reduced from 2.0 to 1.5 when designing CIPP for large sewer rehabilitation?

Should I be concerned about PFAS in CIPP? Is CIPP affected by PFAS?

PACP Codes and Automated Defect Recognition

Guidelines for cleaning ductile iron pipes

What kind of grout should I use for sewer rehabilitation, hydrophilic or hydrophobic?